Mechanical Properties Mechanical Properties: (Forces ~ deformation) Strength ➼ Ductility ➼ Impact Creep ➼ Fatigue ➼ Wear 1
Definition of Stress: Tensile stress:
F σ = A0
Where F: force, normal to the crosssectional area, A0: original crosssectional area 2
Shear Stress Fs τ= A0
Fs: force, parallel to the crosssectional area A0: the cross-sectional area unit of stress:
Force N = 2 area m
1Pa = 1 Nm-2 ; 1MPa = 106Pa; 1GPa=109Pa 3
Some examples of stress: ✔ Simple tension: σ
(+) ✔ Simple compression: σ (-) ✔ Biaxial tension: σ ✔ Hydrostatic pressure: p ✔ Pure shear stress: τ
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Definition of strain Nominal tensile strain (Axial strain) l − l0 ∆l ε= = l0 l0
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Engineering shear strain γ = tan θ
For small strain: γ ≅θ
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Dilatation (Volume strain) Under pressure: the volume will change ∆V ∆= V
p p
p V-∆ V
p
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Hooke’s Law When strains are small, most of materials are linear elastic.
Young’s modulus σ
Tensile:
σ = Ε ε
Shear:
τ =Gγ
Shear modulus
Hydrostatic: – p = κ ∆
E ε
Bulk modulus 8
Elastic Behavior of materials
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Modulus of Elasticity - Metals
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Modulus of Elasticity - Ceramics
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Modulus of Elasticity - Polymers Polymers
Elastic Modulus (GPa)
Polyethylene (PE)
0.2-0.7
Polystyrene (PS)
3-3.4
Nylon
2-4
Polyesters
1-5
Rubbers
0.01-0.1 12
Example: NaCl By considering both attractive and repulsive force, α =0.58 Charge on electron q=1.602× 10-19 C Permittivity of vacuum: ε 0=8.854 × 10-12 Fm-1 r0≈ 2.5 × 10-10 m
0.58 × (1.602 × 10−19 ) 2 −1 S0 = = 8 . 54 Nm 4π × 8.854 × 10−12 × ( 2.5 × 10−10 )3 S0 8.54 E≈ = = 34.16GPa −10 r0 2.5 × 10
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Tension and Compression Test
Standard tensile specimen
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Tension and Compression Test
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Elastic Stress-Strain Curves
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Nonlinear Elastic σ -ε Curve
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Plastic Deformation
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Yielding and Yield Strength ✔ Yielding point: the turning point which separate
the elastic and plastic regions ✔ Yield strength: the stress at the yielding point. ✔ Offset yielding (proof stress): if it is difficult to determine the yielding point, then draw a parallel line starting from the 0.2% strain, the cross point between the parallel line and the σ −ε curve
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Tensile Strength
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Ductility
Measurement of ductility: Percent elongation Percent reduction in area
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Ductility – percent elongation l f − l0 × 100 % EL = l0
Where lf: fracture length l0: the original gauge length
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Ductility – percent reduction in area A0 − A f % RA = A0
×100
Where Af: cross-sectional area at the point of fracture A0: the original cross-sectional area 23
Typical mechanical properties for some metals and alloys
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Temperature influences on mechanical properties of Iron
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Resilience Resilience is the capacity of a material to absorb energy when it is deformed elastically and then, upon unloading, to have this energy recovered. Modulus of resilience Ur εy
U r = ∫ σdε 0
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Modulus of Resilience
If it is in a linear elastic region,
1 1 σ y σ y U r = σ yε y = σ y = 2 2 E 2E
2
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Toughness Energy absorbed due to fracture – fracture toughness εf
U = ∫ σ dε 0
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True Stress and Strain ✔ True Stress
F σT = A
Where A is instantaneous cross-sectional area ✔ True Strain
l ε T = ln = ln(1 + ε ) l0 29
True Stress and Strain If no volume change during deformation: A0l0=Al Then
σ T = σ (1 + ε ) ε T = ln (1 + ε ) 30
True Stress-Strain Curve
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True Stress and Strain
σ T = Kε T
n
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Hardness F H= indented area
Hardness: a measure of a material’s resistance to localized plastic deformation
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Hardness
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Hardness Tests ✔ Simple and inexpensive ✔ Nondestructive ✔ Other mechanical properties often may be
estimated from hardness data, such as tensile strength
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Hardness Tests ✔ Rockwell Hardness Tests (HR): Diamond
cones or steel spheres ✔ Brinell Hardness Tests (HB): 10 mm sphere of steel or tungsten carbide ✔ Knoop Microhardness Tests (HK): Diamond pyramid ✔ Vickers Microhardness Tests (HV) 36
Hardness Tests
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Rockwell Hardness Tests
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Correlation between Hardness and Tensile Strength TS (MPa) = 3.45HB TS (psi) = 500HB
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3-point Bending tests
σ fs = σ fs =
3F f L 2bd Ff L
πR
2
3
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Stress-Strain Behavior of Ceramics – Flexure Tests
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Stress-Strain Behavior of Polymers
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Temperature influence
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Macroscopic Deformation
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